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AZUELO AVENUE SPEED STUDY
Azuelo Avenue Speed Study
Final Report
Albuquerque, New Mexico
City of Albuquerque
May 2018
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | i
Table of Contents
INTRODUCTION ..................................................................................................................................................................... 1
1.A. PROJECT PURPOSE ...................................................................................................................................................... 1
1.B. PROJECT DESCRIPTION ............................................................................................................................................... 1
1.C. BACKGROUND OF SPEED LIMITS ................................................................................................................................ 3
1.D. SETTING SPEED LIMITS ................................................................................................................................................ 3
2. EXISTING CONDITIONS .................................................................................................................................................... 5
2.A. COUNT LOCATIONS ....................................................................................................................................................... 5
2.B. EXISTING CONDITIONS ................................................................................................................................................. 5
3. DATA ................................................................................................................................................................................... 7
3.A. ADT .................................................................................................................................................................................. 7
3.B. PEAK HOUR TRAFFIC VOLUMES .................................................................................................................................. 7
3.C. SPEED STUDY RESULTS .............................................................................................................................................. 8
3.D. CRASH DATA .................................................................................................................................................................. 9
4. CONCLUSION ..................................................................................................................................................................... 9
Appendices ............................................................................................................................................................................ 10
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | ii
List of Tables
Table 3.A.1. Azuelo Avenue ADT ........................................................................................................................................ 7
Table 3.B.1. Azuelo Avenue Peak Hour Traffic Volumes (vph) ............................................................................................ 7
Table 3.C.1. Azuelo Avenue (East) Speed Study ................................................................................................................ 8
Table 3.C.2. Azuelo Avenue (West) Speed Study .......................................................................................................................... 8
Table 3.C.3. Azuelo Avenue ADT ≥ 25 mph .................................................................................................................................... 9
Table 3.D.1. Azuelo Avenue Crash Summary ................................................................................................................................. 9
Table 4.1. COA NTMP (Neighborhood Traffic Management Program) Traffic Calming Measures ....................................... 9
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | iii
List of Figures FIGURE 1.B.1. STUDY LOCATION ..................................................................................................................................... 1
FIGURE 1.B.2. STUDY LIMITS ............................................................................................................................................ 2
FIGURE 2.1. COUNT LOCATIONS ................................................................................................................................... 6
FIGURE 2.2. EXISTING AZUELO AVENUE TYPICAL SECTION ..................................................................................... 6
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | 1
INTRODUCTION The City of Albuquerque – Department of Municipal Development (Traffic Engineering Design Division) has requested
that Souder, Miller & Associates conduct at speed study along Azuelo Avenue in northwest Albuquerque.
1.A. PROJECT PURPOSE A speed study on Azuelo Avenue from Cordoniz Street to Torpedo Place/Starfire Place was conducted to determine
the following:
Evaluate the 85th percentile speed along Azuelo Avenue at two (2) locations; Calculate average and daily peak hour traffic volumes along Azuelo Avenue.
As part of this study, an evaluation and cataloging of existing roadway conditions, collection of historical ADT, and
crash data will be completed.
1.B. PROJECT DESCRIPTION The study area will be a 0.1 (528.00 LF) mile section of Azuelo Avenue from Cordoniz Street to Torpedo Place/Starfire
Place. Figure 1.B.1. below displays the study location and Figure 1.B.2. on page 2 displays the project limits.
FIGURE 1.B.1. STUDY LOCATION
STUDY LOCATION
N
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | 3
1.C. BACKGROUND OF SPEED LIMITS Speed limits are established on roadways of virtually all classifications, from interstate freeways to low volume local
streets. The primary purpose of speed limits is to give motorists clear instruction as to what is a reasonable speed for them to drive at while traveling on a given roadway.
Among regulatory signage, speed limit signs arguably contain the most critical information that motorists need to be
informed of while driving (next to stop signs, which are considered the highest impact regulatory sign). Drivers unfamiliar with a roadway often do not realize what characteristics the roadway has, and properly established speed limit signs give them the information they need to drive the roadway safely.
The NMDOT has guidelines for analyzing and establishing posted speed limits; the following text is based on one such
example:
Realistic posted speed limits are of public importance for many reasons:
They invite public compliance by conforming to the behavior or the driving majority They give clear reminders of safe and reasonable speeds to non-conforming violators They offer the most effective tool for law enforcement of safe driving They will minimize public antagonism toward law enforcement that results from unreasonable regulations
Improperly, or artificially low, posted speed limits can cause problems for state and local agencies for several reasons:
They do not encourage voluntary compliance, since they do not reflect the behavior of the majority They make the behavior of the majority unlawful The maximize public antagonism toward law enforcement, since the perception is that the police are
enforcing a “speed trap” The create a bad image for a community in the eyes of tourists / visitors
1.D. SETTING SPEED LIMITS In accordance with Section 66-7-303 of the New Mexico Criminal and Traffic Law Manual, the speed limit on state
highways shall be set by the Cabinet Secretary of the Department of Transportation, based on an engineering survey and traffic investigation that includes the following parameters.
Spot speed studies (typically consisting of 100 vehicles) Roadway geometry/number of lanes Roadside environment and characteristics Building setbacks (if within a commercial business district) Driveway and intersection spacing/density Historical crash data for the roadway study area
Many speed limits are established using the theory of 85th percentile. Out of the (typically) 100 vehicles surveyed,
beginning with the fasted vehicle speed recorded the 15th vehicle from that speed is determined to show where the 85th percentile speed is. This is assuming that most drivers (85%) drive within reasonable limits. The posted speed limit can be established and is usually the 5 – mph increment just below the 85th percentile speed. For example, if the 85th percentile speed has been determined by an engineering survey to be 57 mph, the posted speed would be 55 mph. This method of posting
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | 4
speed limits allows for a reasonable posted speed limit that can be enforced by local agencies, without creating a speed trap. a speed trap.
For surveys with a different amount than 100 vehicles, the 85th percentile speed is determined by the following formula:
100/15 = # of vehicles surveyed/X (where x = the vehicle at the 85th percentile). For example, a 50 vehicle survey would result in:
10015
50
Where x = 7.5, or the 8th vehicle in the survey
Other methods are frequently used to further analyze the posting of speed limits – these are the mode, median, and geometric mean:
Mode is the most frequently clocked vehicle speed in a given survey. For example, in a 100 vehicle survey
where 12 vehicles were clocked traveling 55 mph and no other speed was observed as frequently, the mode is 55 mph.
Median is the numerical midpoint of a given survey. For example, in a survey of 100 vehicles, the speeds of the 50th and 51st vehicles are added and divided by 2 to obtain the median speed. If the 50th vehicle of such a survey was traveling at 56 mph and the 51st vehicle was also traveling at 56 mph, the resulting median would be (56 + 56)÷2 = 112÷2 = 56 mph
Geometric mean is described as follows: “an average of a set of numbers that is calculated by multiplying all the numbers (“n”), and taking the nth root of the total.”
Formula for Geometric Mean:
…… . . / X = Individual score (speed)
N = Sample size (number of scores) Geometric Mean Example: Sample speeds = 51, 52, 55, 58, and 60 mph Step 1: N = 5, the total number of values, 0.2
Step 2: Determine geometric mean using the formula.
51 52 55 58 60 . 55.09
In most cases, the geometric mean of a speed study will be of similar value of the median, often within 1 to 2 mph of either side of the median. In the above example, the median speed would be the third vehicle surveyed (55 mph), and the geometric mean is 55.09 mph
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | 5
2. EXISTING CONDITIONS
2.A. COUNT LOCATIONS The study area included two (2) volume and speed count locations which were at the following locations:
Azuelo Avenue East –Cordoniz Street to Saratoga Place; Azuelo Avenue West – Saratoga Place to Torpedo Place/Starfire Place.
Figure 2.1. on page 6 displays the approximate traffic count locations.
2.B. EXISTING CONDITIONS Figure 2.2. on page 6 displays the existing typical section of Azuelo Avenue. Within the study limits, there are
approximately 13 driveways that provide access to residential homes, and there is a three-legged intersection with Saratoga Place. Because there is no posted speed limit sign within the project limits, it is speculated that the current speed limit is 25 mph based on City Ordinance.
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | 7
3. DATA
3.A. ADT The ADT for the two (2) count locations are listed below in Table 3.A.1.
Table 3.A.1.
Azuelo Avenue ADT
Count Location EB WB ADT
Azuelo Avenue (East) 80 38 118
Azuelo Avenue (West) 167 108 275
Average 124 73 197
The Azuelo Avenue study area directional ADT ranges from 38 to 167 vehicles per day.
3.B. PEAK HOUR TRAFFIC VOLUMES The peak hour traffic volumes for the two (2) count locations are shown below in Table 3.B.1.
Table 3.B.1.
Azuelo Avenue Peak Hour Traffic Volumes (vph)
Count Location Peak Hour Eastbound (Peak Hour) Westbound (Peak Hour)
Azuelo Avenue (East) AM Peak 8 (6:30 AM – 7:30 AM) 4 (6:15 AM – 7:15 AM)
PM Peak 9 (3:15 PM – 4:15 PM) 5 (5:45 PM – 6:45 PM)
Azuelo Avenue (West) AM Peak 21 (7:00 AM – 8:00 AM) 9 (6:30 AM – 7:30 AM)
PM Peak 20 (3:30 PM – 4:30 PM) 16 (4:45 PM – 5:45 PM) The Azuelo Avenue study area peak hour traffic volumes range from 4 to 21 vehicles per hour.
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | 8
3.C. SPEED STUDY RESULTS The results of the speed study are displayed below in Table 3.C.1. and 3.C.2.
Table 3.C.1.
Azuelo Avenue (East) Speed Study
Speed EB WB Total
Average 15.8 14.7 15.5
10 mph Pace 7.3 – 17.2 (56.3%) 8.5 – 18.4 (66.2%) 5.8 – 15.7 (59.5%)
50th Percentile 12.2 10.8 13.0
67th Percentile 21.7 11.6 21.2
85th Percentile 23.5 22.7 23.8
Table 3.C.2.
Azuelo Avenue (West) Speed Study
Speed EB WB Total
Average 17.6 15.3 16.7
10 mph Pace 20.1 – 30.0 (55.9%) 6.0 – 15.9 (60.2%) 15.0 – 24.9 (51.5%)
50th Percentile 20.8 12.7 18.5
67th Percentile 22.6 21.2 22.1
85th Percentile 24.4 23.6 24.2
When considering whether to establish a new posted speed limit or not, surveying the existing traffic speeds is crucial to determining a reasonable posted speed limit.
Before a posted speed limit can be adjusted, an analysis must be conducted to ascertain whether or not the speed limit
can be adjusted without resulting in further increases of motorists’ travel speeds. Motorists usually drive at speeds which they perceive as safe, based on the observable roadway conditions. A flat and straight roadway may result in a different travel speed than the posted speed limit due to the driver’s observation of the roadway condition.
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | 9
In relation to Azuelo Avenue, roadway conditions are consistent, controlled access, satisfactory pavement conditions, two travel lanes, on-street parking, and there is a three-legged intersection with Saratoga Place. Table 3.C.3. displays that 9 percent of the total ADT of the two (2) count locations recorded speeds greater than 25 mph.
Table 3.C.3.
Azuelo Avenue ADT ≥ 25 mph
Speed (mph) 0 - 19.9 MPH 20 - 24.9 MPH ≥ 25 MPH Avg. ADT Azuelo Avenue (East) 69 58% 39 33% 10 8% 118 Azuelo Avenue (West) 138 50% 113 41% 24 9% 275
Average 104 53% 76 39% 17 9% 197
3.D. CRASH DATA Crash data was requested from the Albuquerque Police Department for the most recent three (3) years. The crash
data requested showed there were two (2) recorded crashes within the study area.
Table 3.D.1. Azuelo Avenue Crash Summary
Date Location (Primary Street
/ Intersecting Street) Cause of Crash Crash Analysis Crash Correct with Traffic Calming?
10/27/2016 Unser Boulevard /
Azuelo Avenue Defective Tires Other No
3/15/2017 Unser Boulevard /
Azuelo Avenue Driver Inattention /
Following Too Closely Same direction No
4. CONCLUSION After evaluating the volume and speed data within the project area, it is concluded that 9 percent of the traffic is
exceeding 25 mph and the 85th percentile speed of traffic is not exceeding 25 mph by 5 mph or more at the count locations. In order to meet criteria for traffic calming measures as outlined in the City of Albuquerque’s Neighborhood Traffic Management Program, at least two (2) of the following threshold criteria must be met:
Table 4.1.
COA NTMP (Neighborhood Traffic Management Program) Traffic Calming Measures Description Warranted?
Reported crashes in the past 3 years that could be corrected with traffic calming No Peak-hour traffic volume greater than 400 vehicles in one direction No
25% of peak-hour traffic is non-local cut-through traffic Not Studied 85th percentile speeds exceeds the posted speed limit by 5 mph or more No
Based upon the data collected, Azuelo Avenue does not meet the two (2) minimum required criteria of four (4) warrants outlined for traffic calming measures threshold and therefore DOES NOT require traffic calming improvements.
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | 10
Appendices • Appendix A – Volume and Speed Data • Appendix B – Crash Data
• Appendix C – Neighborhood Traffic Calming Petition
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | A 1
Appendix A
Special Speed Study Report: Azuelo East
Station ID : Azuelo EastInfo Line 1 : Between Saratoga and CordonizInfo Line 2 : Albuquerque
DB File : AZ EAST 1WB.DBNumber of Lanes :
0.0 mph1
Posted Speed Limit :
1.62ApolloLast Connected Device Type :
Version Number :Serial Number :
GPS Lat/Lon :
Lane #1 Configuration
# Dir. Vehicle SensorsInformation Sensor Spacing Loop Length Comment
1. Westbound Ax-Ax 4.0 ft 6.0 ft
Lane #1 Special Speed Study Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
08/15/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tue 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2
07:00 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
08:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
09:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
10:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
11:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
12:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
13:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
14:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
17:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
18:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
19:00 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
20:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2
21:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
22:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Daily Total : 0 0 0 0 0 0 0 0 0 0 0 0 4329 12 0 267% 28% 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :67% 95% 95% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Average Speed 50% Speed : 67% Speed : 85% Speed : 14.5 mph 10.4 mph 10.9 mph 22.6 mph10mph Pace: 9.1 - 19.0 (67.4%)
Centurion Special Speed Study Report Printed: 08/17/17 Page 1Centurion Special Speed Study Report Printed: 08/17/17 Page 1
Station: Azuelo East Lane #1 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
08/16/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Wed 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
07:00 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4
08:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
13:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
14:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
15:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
16:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
17:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
18:00 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
19:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
23:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Daily Total : 0 0 0 0 0 0 0 0 0 0 0 0 3120 9 1 165% 29% 3% 3% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :65% 94% 97% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Average Speed 50% Speed : 67% Speed : 85% Speed : 14.9 mph 10.4 mph 10.7 mph 22.6 mph10mph Pace: 9.4 - 19.3 (64.5%)
Centurion Special Speed Study Report Printed: 08/17/17 Page 2Centurion Special Speed Study Report Printed: 08/17/17 Page 2
Station: Azuelo East Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Lane #3 Configuration
# Dir. Information Vehicle Sensors Sensor Spacing Loop Length Comment
3. Eastbound Ax-Ax 4.0 ft 6.0 ft
Lane #3 Special Speed Study Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
08/15/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tue 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:00 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
07:00 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
08:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
09:00 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
10:00 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
11:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
12:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
13:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
14:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
15:00 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
16:00 3 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 8
17:00 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
18:00 5 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7
19:00 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
20:00 3 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6
21:00 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
22:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Daily Total : 0 0 0 0 0 0 0 0 0 0 0 0 8553 28 3 162% 33% 4% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :62% 95% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Average Speed 50% Speed : 67% Speed : 85% Speed : 15.0 mph 11.0 mph 21.9 mph 22.9 mph10mph Pace: 8.4 - 18.3 (62.4%)
Centurion Special Speed Study Report Printed: 08/17/17 Page 3Centurion Special Speed Study Report Printed: 08/17/17 Page 3
Station: Azuelo East Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
08/16/17 00:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Wed 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
06:00 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
07:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
08:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
09:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
10:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
11:00 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4
12:00 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
13:00 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
14:00 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4
15:00 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
16:00 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5
17:00 5 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 8
18:00 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
19:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
20:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
21:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
22:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
23:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Daily Total : 0 0 0 0 0 0 0 0 0 0 0 0 7336 29 7 149% 40% 10% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :49% 89% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Average Speed 50% Speed : 67% Speed : 85% Speed : 16.9 mph 11.2 mph 22.4 mph 23.2 mph10mph Pace: 21.6 - 31.5 (49.3%)
Centurion Special Speed Study Report Printed: 08/17/17 Page 4Centurion Special Speed Study Report Printed: 08/17/17 Page 4
Station: Azuelo East Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
Centurion Special Speed Study Report Printed: 08/17/17 Page 5
Station: Azuelo East Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Special Speed Study Summary: Azuelo East
Description 19.9 0 -
#1 #2
20 -
24.9 29.9
25 - #3
30 -
34.9
#4 #5
35 -
39.9 44.9
40 - #6
49.9
45 - #7 #8
50 -
54.9 59.9
55 - #9 #10
60 -
64.9 69.9
65 - #11 #12
70 -
74.9 79.9
75 - #13 #14
80 -
84.9 89.9
85 - #15 #16
Other Total
Grand Total #1: 49 21 1 3 0 0 0 0 0 0 0 0 0 0 0 7466% 28% 1% 4% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :
0
66% 95% 96% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Average Speed 14.7 mph 50% Speed : 10.8 mph 67% Speed :10mph Pace: 8.5 - 18.4 (66.2%)
11.6 mph 85% Speed : 22.7 mphADT = 37
Grand Total #3: 89 57 10 2 0 0 0 0 0 0 0 0 0 0 0 15856% 36% 6% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :
0
56% 92% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Average Speed 15.8 mph 50% Speed : 12.2 mph 67% Speed :10mph Pace: 7.3 - 17.2 (56.3%)
21.7 mph 85% Speed : 23.5 mphADT = 79
Comb. Total : 138 78 11 5 0 0 0 0 0 0 0 0 0 0 0 23259% 34% 5% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :
0
59% 93% 98% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
Average Speed 15.5 mph 50% Speed : 13.0 mph 67% Speed :10mph Pace: 5.8 - 15.7 (59.5%)
21.2 mph 85% Speed : 23.8 mphADT = 116
Centurion Special Speed Study Report Printed: 08/17/17 Page 6
Azuelo East Charts For Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Mean50%67%85%
Speed Percent vs. Time (all lanes)00
:00
01:0
0
02:0
0
03:0
0
04:0
0
05:0
0
06:0
0
07:0
0
08:0
0
09:0
0
10:0
0
11:0
0
12:0
0
13:0
0
14:0
0
15:0
0
16:0
0
17:0
0
18:0
0
19:0
0
20:0
0
21:0
0
22:0
0
23:0
0
SP
EE
D
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Speed Bin Chart (all lanes combined)
0 -
19.9
20 -
24.
9
25 -
29.
9
30 -
34.
9
35 -
39.
9
40 -
44.
9
45 -
49.
9
50 -
54.
9
55 -
59.
9
60 -
64.
9
65 -
69.
9
70 -
74.
9
75 -
79.
9
80 -
84.
9
85 -
89.
9
Oth
er
Vol
ume
140
130
120
110
100
90
80
70
60
50
40
30
20
10
0
59.5%
33.6%
4.7%
2.2%0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Centurion Special Speed Study Report Printed: 08/17/17 Page 7
Special Speed Study Report: Azuelo West
Station ID : Azuelo WestInfo Line 1 : Between Torpedo Pl & SaratogaInfo Line 2 : Albuquerque
DB File : DBFILE 081717 - 31.DBNumber of Lanes :
0.0 mph1
Posted Speed Limit :
240871.62ApolloLast Connected Device Type :
Version Number :Serial Number :
GPS Lat/Lon :
Lane #1 Configuration
# Dir. Vehicle SensorsInformation Sensor Spacing Loop Length Comment
1. Westbound Ax-Ax 4.0 ft 6.0 ft
Lane #1 Special Speed Study Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
08/15/17 00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Tue 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
06:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
07:00 1 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 7
08:00 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
09:00 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7
10:00 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
11:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
12:00 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
13:00 4 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8
14:00 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
15:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
16:00 7 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14
17:00 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
18:00 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4
19:00 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
20:00 5 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 7
21:00 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
22:00 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
23:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Daily Total : 0 0 0 0 0 0 0 0 0 0 0 0 11672 37 6 162% 32% 5% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :62% 94% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
Average Speed 50% Speed : 67% Speed : 85% Speed : 15.1 mph 11.4 mph 21.7 mph 23.0 mph10mph Pace: 7.8 - 17.7 (62.1%)
Centurion Special Speed Study Report Printed: 08/17/17 Page 1Centurion Special Speed Study Report Printed: 08/17/17 Page 1
Station: Azuelo West Lane #1 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
08/16/17 00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Wed 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
03:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
07:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 7
08:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
11:00 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
12:00 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
13:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
14:00 4 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6
15:00 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
16:00 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
17:00 6 7 2 0 0 0 0 0 0 0 0 0 0 0 0 0 15
18:00 5 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 10
19:00 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
20:00 7 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
21:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
22:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
23:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Daily Total : 0 0 0 0 0 0 0 0 0 0 0 0 10058 34 8 058% 34% 8% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :58% 92% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Average Speed 50% Speed : 67% Speed : 85% Speed : 15.7 mph 11.4 mph 22.1 mph 23.2 mph10mph Pace: 8.3 - 18.2 (58.0%)
Centurion Special Speed Study Report Printed: 08/17/17 Page 2Centurion Special Speed Study Report Printed: 08/17/17 Page 2
Station: Azuelo West Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Lane #3 Configuration
# Dir. Information Vehicle Sensors Sensor Spacing Loop Length Comment
3. Eastbound Ax-Ax 4.0 ft 6.0 ft
Lane #3 Special Speed Study Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
08/15/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tue 01:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
02:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
06:00 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
07:00 6 12 1 0 0 0 0 0 0 0 0 0 0 0 0 0 19
08:00 4 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 12
09:00 6 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
10:00 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
11:00 2 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7
12:00 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6
13:00 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
14:00 4 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
15:00 5 10 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16
16:00 6 7 3 1 0 0 0 0 0 0 0 0 0 0 0 0 17
17:00 8 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15
18:00 2 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
19:00 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
20:00 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
21:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5
22:00 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
23:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Daily Total : 0 0 0 0 0 0 0 0 0 0 0 0 17372 89 11 142% 51% 6% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :42% 93% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
Average Speed 50% Speed : 67% Speed : 85% Speed : 17.6 mph 20.9 mph 22.5 mph 24.1 mph10mph Pace: 20.1 - 30.0 (57.8%)
Centurion Special Speed Study Report Printed: 08/17/17 Page 3Centurion Special Speed Study Report Printed: 08/17/17 Page 3
Station: Azuelo West Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
08/16/17 00:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Wed 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
06:00 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
07:00 11 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21
08:00 4 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 8
09:00 3 3 5 0 0 0 0 0 0 0 0 0 0 0 0 0 11
10:00 4 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6
11:00 2 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7
12:00 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6
13:00 5 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 10
14:00 6 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 12
15:00 4 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 10
16:00 5 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 13
17:00 4 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 11
18:00 3 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8
19:00 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
20:00 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
21:00 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
22:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Daily Total : 0 0 0 0 0 0 0 0 0 0 0 0 16073 65 21 146% 41% 13% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :46% 86% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7
Average Speed 50% Speed : 67% Speed : 85% Speed : 17.5 mph 20.9 mph 22.6 mph 24.4 mph10mph Pace: 20.5 - 30.4 (53.8%)
Centurion Special Speed Study Report Printed: 08/17/17 Page 4Centurion Special Speed Study Report Printed: 08/17/17 Page 4
Station: Azuelo West Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time
#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14
Total
0 - 19.9
20 -
24.9
25 -
29.9
30 -
34.9
35 -
39.9
40 -
44.9
45 -
49.9
50 - 55 - 60 - 65 - 70 - 75 -
54.9 59.9 64.9 69.9 74.9 79.9 Other89.9
85 -
84.9
80 -
Centurion Special Speed Study Report Printed: 08/17/17 Page 5
Station: Azuelo West Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Special Speed Study Summary: Azuelo West
Description 19.9 0 -
#1 #2
20 -
24.9 29.9
25 - #3
30 -
34.9
#4 #5
35 -
39.9 44.9
40 - #6
49.9
45 - #7 #8
50 -
54.9 59.9
55 - #9 #10
60 -
64.9 69.9
65 - #11 #12
70 -
74.9 79.9
75 - #13 #14
80 -
84.9 89.9
85 - #15 #16
Other Total
Grand Total #1: 130 71 14 1 0 0 0 0 0 0 0 0 0 0 0 21660% 33% 6% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :
0
60% 93% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
Average Speed 15.3 mph 50% Speed : 12.7 mph 67% Speed :10mph Pace: 6.0 - 15.9 (60.2%)
21.2 mph 85% Speed : 23.6 mphADT = 108
Grand Total #3: 145 154 32 2 0 0 0 0 0 0 0 0 0 0 0 33344% 46% 10% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :
0
44% 90% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7
Average Speed 17.6 mph 50% Speed : 20.8 mph 67% Speed :10mph Pace: 20.1 - 30.0 (55.9%)
22.6 mph 85% Speed : 24.4 mphADT = 166
Comb. Total : 275 225 46 3 0 0 0 0 0 0 0 0 0 0 0 54950% 41% 8% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :
Cum. Percent :
Average :
0
50% 91% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
6 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 12
Average Speed 16.7 mph 50% Speed : 18.5 mph 67% Speed :10mph Pace: 15.0 - 24.9 (51.5%)
22.1 mph 85% Speed : 24.2 mphADT = 274
Centurion Special Speed Study Report Printed: 08/17/17 Page 6
Azuelo West Charts For Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Mean50%67%85%
Speed Percent vs. Time (all lanes)00
:00
01:0
0
02:0
0
03:0
0
04:0
0
05:0
0
06:0
0
07:0
0
08:0
0
09:0
0
10:0
0
11:0
0
12:0
0
13:0
0
14:0
0
15:0
0
16:0
0
17:0
0
18:0
0
19:0
0
20:0
0
21:0
0
22:0
0
23:0
0
SP
EE
D
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Speed Bin Chart (all lanes combined)
0 -
19.9
20 -
24.
9
25 -
29.
9
30 -
34.
9
35 -
39.
9
40 -
44.
9
45 -
49.
9
50 -
54.
9
55 -
59.
9
60 -
64.
9
65 -
69.
9
70 -
74.
9
75 -
79.
9
80 -
84.
9
85 -
89.
9
Oth
er
Vol
ume
280
260
240
220
200
180
160
140
120
100
80
60
40
20
0
50.1%
41%
8.4%
0.5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Centurion Special Speed Study Report Printed: 08/17/17 Page 7
Basic Volume Report: Azuelo East
Station ID : Azuelo EastInfo Line 1 : Between Saratoga and CordonizInfo Line 2 : Albuquerque
DB File : AZ EAST 1WB.DBNumber of Lanes :
0.0 mph1
Posted Speed Limit :
1.62ApolloLast Connected Device Type :
Version Number :Serial Number :
Lane #1 Configuration
# Dir. Information Volume Mode Volume Sensors Divide By 2 Comment
1. Westbound Normal Veh. No
GPS Lat/Lon :
Lane #1 Basic Volume Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time :00 :15 :30 :45 Total
08/15/17 00:00 0 0 0 0 0
Tue 01:00 0 0 0 0 0
02:00 0 0 0 0 0
03:00 0 0 0 1 1
04:00 0 0 0 0 0
05:00 0 0 0 1 1
06:00 0 1 0 1 2
07:00 2 0 0 2 4
08:00 0 2 0 1 3
09:00 0 2 0 0 2
10:00 0 2 0 0 2
11:00 0 0 2 0 2
12:00 1 1 0 0 2
13:00 0 1 1 1 3
14:00 1 0 2 0 3
15:00 0 0 0 0 0
16:00 2 2 0 0 4
17:00 1 1 0 0 2
18:00 1 0 0 1 2
19:00 1 1 0 2 4
20:00 1 0 0 1 2
21:00 1 1 1 0 3
22:00 0 0 1 0 1
23:00 0 0 1 0 1
Day Total : 44
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
17 (38.6%)
27 (61.4%)
0.500
0.500
0.5
1.8
06:15 =
13:15 =
4 (9.1%)
4 (9.1%)
Centurion Basic Volume Report Printed: 08/17/17 Page 1Centurion Basic Volume Report Printed: 08/17/17 Page 1
Station: Azuelo East Lane #1 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time :00 :15 :30 :45 Total
08/16/17 00:00 0 0 0 0 0
Wed 01:00 0 0 0 0 0
02:00 0 0 0 0 0
03:00 0 0 1 0 1
04:00 0 0 0 0 0
05:00 0 0 1 0 1
06:00 0 0 1 0 1
07:00 2 1 0 1 4
08:00 1 0 0 1 2
09:00 0 0 0 0 0
10:00 1 0 0 0 1
11:00 0 0 0 0 0
12:00 1 0 0 1 2
13:00 0 1 0 1 2
14:00 0 0 3 0 3
15:00 0 0 0 2 2
16:00 1 0 0 0 1
17:00 0 2 0 0 2
18:00 1 2 2 0 5
19:00 0 1 0 1 2
20:00 0 0 0 0 0
21:00 0 0 0 0 0
22:00 0 0 0 0 0
23:00 0 0 0 2 2
Day Total : 31
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
10 (32.3%)
21 (67.7%)
0.500
0.417
0.3
1.3
06:30 =
17:45 =
4 (12.9%)
5 (16.1%)
Centurion Basic Volume Report Printed: 08/17/17 Page 2
Station: Azuelo East Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Lane #3 Configuration
Lane #3 Basic Volume Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
# Dir. Information Volume Mode Volume Sensors Divide By 2 Comment
3. Eastbound Normal Veh. No
Date Time :00 :15 :30 :45 Total
08/15/17 00:00 0 0 0 0 0
Tue 01:00 0 0 0 0 0
02:00 0 0 1 0 1
03:00 0 0 0 1 1
04:00 0 0 0 0 0
05:00 0 0 1 0 1
06:00 0 1 2 1 4
07:00 1 4 1 2 8
08:00 1 1 0 2 4
09:00 2 1 2 1 6
10:00 1 3 1 1 6
11:00 0 1 2 0 3
12:00 0 1 0 1 2
13:00 0 0 0 2 2
14:00 0 0 1 2 3
15:00 0 3 2 2 7
16:00 2 3 1 2 8
17:00 1 2 1 1 5
18:00 0 2 2 3 7
19:00 2 1 2 1 6
20:00 0 0 2 4 6
21:00 2 1 1 0 4
22:00 1 1 0 0 2
23:00 0 0 0 0 0
Day Total : 86
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
34 (39.5%)
52 (60.5%)
0.500
0.562
0.9
3.6
06:30 =
15:15 =
8 (9.3%)
9 (10.5%)
Centurion Basic Volume Report Printed: 08/17/17 Page 3Centurion Basic Volume Report Printed: 08/17/17 Page 3
Station: Azuelo East Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time :00 :15 :30 :45 Total
08/16/17 00:00 0 1 0 0 1
Wed 01:00 0 0 0 0 0
02:00 0 0 0 0 0
03:00 0 0 1 0 1
04:00 0 0 0 0 0
05:00 0 1 1 1 3
06:00 1 0 3 0 4
07:00 1 1 0 1 3
08:00 0 0 0 2 2
09:00 1 0 0 2 3
10:00 0 1 0 0 1
11:00 1 0 1 2 4
12:00 1 1 0 3 5
13:00 2 1 0 0 3
14:00 2 0 0 2 4
15:00 3 2 1 2 8
16:00 1 1 2 1 5
17:00 1 3 0 4 8
18:00 1 3 1 1 6
19:00 1 1 0 2 4
20:00 1 0 1 1 3
21:00 1 1 1 0 3
22:00 0 1 0 0 1
23:00 0 1 0 1 2
Day Total : 74
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
22 (29.7%)
52 (70.3%)
0.417
0.562
0.8
3.1
05:45 =
17:45 =
5 (6.8%)
9 (12.2%)
Centurion Basic Volume Report Printed: 08/17/17 Page 4Centurion Basic Volume Report Printed: 08/17/17 Page 4
Centurion Basic Volume Report Printed: 08/17/17 Page 5
Basic Volume Summary: Azuelo East
Grand Total For Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Total Count # Of Days ADT Avg. Period PM Total & PercentAvg. Hour AM Total & PercentLane
#1. 75 2.00 38 0.4 1.6 27 48(31.9%) (64.0%)(36.0%)
#3. 160 2.00 80 0.8 3.3 56 104(68.1%) (65.0%)(35.0%)
ALL 235 2.00 118 1.2 4.9 83 152 (64.7%)(35.3%)
Lane Peak AM Hour Peak AM Factor Peak PM Hour Peak PM FactorDate Date
#1. 06:15 = 4 0.500 17:45 = 5 0.41708/15/2017 08/16/2017
#3. 06:30 = 8 0.500 15:15 = 9 0.56208/15/2017 08/15/2017
Centurion Basic Volume Report Printed: 08/17/17 Page 6
Basic Volume Report: Azuelo West
Station ID : Azuelo WestInfo Line 1 : Between Torpedo Pl & SaratogaInfo Line 2 : Albuquerque
DB File : DBFILE 081717 - 31.DBNumber of Lanes :
0.0 mph1
Posted Speed Limit :
240871.62ApolloLast Connected Device Type :
Version Number :Serial Number :
Lane #1 Configuration
# Dir. Information Volume Mode Volume Sensors Divide By 2 Comment
1. Westbound Normal Veh. No
GPS Lat/Lon :
Lane #1 Basic Volume Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time :00 :15 :30 :45 Total
08/15/17 00:00 1 0 0 0 1
Tue 01:00 0 0 0 0 0
02:00 0 0 0 0 0
03:00 0 0 0 1 1
04:00 0 0 0 0 0
05:00 1 0 1 0 2
06:00 0 1 0 1 2
07:00 3 1 0 3 7
08:00 1 4 0 1 6
09:00 1 3 2 1 7
10:00 0 2 0 2 4
11:00 0 1 2 0 3
12:00 2 3 0 1 6
13:00 1 3 1 3 8
14:00 1 0 5 1 7
15:00 0 1 1 0 2
16:00 3 3 3 5 14
17:00 2 2 6 0 10
18:00 3 1 0 0 4
19:00 4 5 2 0 11
20:00 4 0 0 3 7
21:00 3 0 1 3 7
22:00 0 3 1 1 5
23:00 0 2 0 0 2
Day Total : 116
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
33 (28.4%)
83 (71.6%)
0.500
0.625
1.2
4.8
07:30 =
16:45 =
8 (6.9%)
15 (12.9%)
Centurion Basic Volume Report Printed: 08/17/17 Page 1Centurion Basic Volume Report Printed: 08/17/17 Page 1
Station: Azuelo West Lane #1 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time :00 :15 :30 :45 Total
08/16/17 00:00 0 0 0 1 1
Wed 01:00 0 0 0 0 0
02:00 0 0 0 1 1
03:00 0 0 1 0 1
04:00 0 0 0 0 0
05:00 0 0 1 0 1
06:00 0 0 2 1 3
07:00 5 1 0 1 7
08:00 2 0 0 0 2
09:00 0 0 0 0 0
10:00 0 1 1 0 2
11:00 0 1 1 3 5
12:00 0 0 3 1 4
13:00 2 1 0 1 4
14:00 1 0 1 4 6
15:00 1 1 0 2 4
16:00 0 1 2 3 6
17:00 3 6 4 2 15
18:00 2 3 1 4 10
19:00 1 3 3 3 10
20:00 3 2 3 2 10
21:00 2 1 0 0 3
22:00 0 0 2 1 3
23:00 0 0 1 1 2
Day Total : 100
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
23 (23.0%)
77 (77.0%)
0.450
0.667
1.0
4.2
06:30 =
16:45 =
9 (9.0%)
16 (16.0%)
Centurion Basic Volume Report Printed: 08/17/17 Page 2
Station: Azuelo West Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Lane #3 Configuration
Lane #3 Basic Volume Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
# Dir. Information Volume Mode Volume Sensors Divide By 2 Comment
3. Eastbound Normal Veh. No
Date Time :00 :15 :30 :45 Total
08/15/17 00:00 0 0 0 0 0
Tue 01:00 0 0 0 1 1
02:00 0 0 1 0 1
03:00 0 0 0 1 1
04:00 0 0 0 0 0
05:00 1 1 0 0 2
06:00 1 0 4 2 7
07:00 3 6 5 5 19
08:00 3 3 4 2 12
09:00 5 0 4 2 11
10:00 1 4 1 1 7
11:00 2 1 4 0 7
12:00 2 1 1 2 6
13:00 1 0 0 4 5
14:00 3 0 2 5 10
15:00 2 3 6 5 16
16:00 3 6 1 7 17
17:00 2 6 4 3 15
18:00 2 1 7 1 11
19:00 3 3 1 1 8
20:00 1 1 2 3 7
21:00 1 2 2 0 5
22:00 1 1 1 1 4
23:00 1 0 0 0 1
Day Total : 173
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
68 (39.3%)
105 (60.7%)
0.792
0.714
1.8
7.2
07:00 =
15:30 =
19 (11.0%)
20 (11.6%)
Centurion Basic Volume Report Printed: 08/17/17 Page 3Centurion Basic Volume Report Printed: 08/17/17 Page 3
Station: Azuelo West Lane #3 Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Date Time :00 :15 :30 :45 Total
08/16/17 00:00 1 1 0 1 3
Wed 01:00 0 0 0 0 0
02:00 0 0 0 0 0
03:00 0 0 1 0 1
04:00 0 0 0 0 0
05:00 1 1 0 1 3
06:00 1 1 5 2 9
07:00 2 9 4 6 21
08:00 1 2 2 3 8
09:00 3 2 3 3 11
10:00 0 2 1 3 6
11:00 1 2 1 3 7
12:00 2 1 0 3 6
13:00 6 2 1 1 10
14:00 3 2 2 5 12
15:00 4 1 2 3 10
16:00 1 1 8 3 13
17:00 2 4 0 5 11
18:00 3 4 1 0 8
19:00 1 1 2 3 7
20:00 1 0 3 2 6
21:00 1 1 2 0 4
22:00 1 1 1 0 3
23:00 0 1 0 0 1
Day Total : 160
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
69 (43.1%)
91 (56.9%)
0.583
0.531
1.7
6.7
07:00 =
16:30 =
21 (13.1%)
17 (10.6%)
Centurion Basic Volume Report Printed: 08/17/17 Page 4Centurion Basic Volume Report Printed: 08/17/17 Page 4
Centurion Basic Volume Report Printed: 08/17/17 Page 5
Basic Volume Summary: Azuelo West
Grand Total For Data From: 00:00 - 08/15/2017 To: 23:59 - 08/16/2017
Total Count # Of Days ADT Avg. Period PM Total & PercentAvg. Hour AM Total & PercentLane
#1. 216 2.00 108 1.1 4.5 56 160(39.3%) (74.1%)(25.9%)
#3. 333 2.00 167 1.7 6.9 137 196(60.7%) (58.9%)(41.1%)
ALL 549 2.00 275 2.8 11.4 193 356 (64.8%)(35.2%)
Lane Peak AM Hour Peak AM Factor Peak PM Hour Peak PM FactorDate Date
#1. 06:30 = 9 0.450 16:45 = 16 0.66708/16/2017 08/16/2017
#3. 07:00 = 21 0.583 15:30 = 20 0.71408/16/2017 08/15/2017
Centurion Basic Volume Report Printed: 08/17/17 Page 6
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | B 1
Appendix B
Crash Date Agency Case Number Crash Intersecting Street Crash Primary Street Crash Analysis Contributing Factors9/1/2016 160081487 UNSER BLVD UNSER BLVD 01 - BOTH GOING STRAIGHT/ENTERING AT ANGLE None9/1/2016 160081487 UNSER BLVD UNSER BLVD 01 - BOTH GOING STRAIGHT/ENTERING AT ANGLE Driver inattention
9/14/2016 160086147 UNSER BLVD UNSER BLVD NW NM 345 20 - MEDIAN RAISED OR CURB Avoid no contact - other, Driver inattention, Excessive Speed2/1/2016 160010214 UNSER BLVD UNSER BLVD 19 - LIGHT STANDARD (LIGHT POLE) Driver inattention
10/27/2016 160101656 AZUELO NW UNSER BLVD 47 - OTHER None10/27/2016 160101656 AZUELO NW UNSER BLVD 47 - OTHER Defective tires
3/15/2017 170025190 AZUELO NW UNSER BLVD 08 - BOTH GOING STRAIGHT/FROM SAME DIR None3/15/2017 170025190 AZUELO NW UNSER BLVD 08 - BOTH GOING STRAIGHT/FROM SAME DIR None3/15/2017 170025190 AZUELO NW UNSER BLVD 08 - BOTH GOING STRAIGHT/FROM SAME DIR Driver inattention3/15/2017 170025190 AZUELO NW UNSER BLVD 08 - BOTH GOING STRAIGHT/FROM SAME DIR None3/15/2017 170025190 AZUELO NW UNSER BLVD 08 - BOTH GOING STRAIGHT/FROM SAME DIR Following too closely
Azuelo Avenue Speed Study
Final Report City of Albuquerque – Department of Municipal Development
Page | C 1
Appendix C
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